JPH06272384A - Anchoring structure for tension material - Google Patents

Anchoring structure for tension material

Info

Publication number
JPH06272384A
JPH06272384A JP8787093A JP8787093A JPH06272384A JP H06272384 A JPH06272384 A JP H06272384A JP 8787093 A JP8787093 A JP 8787093A JP 8787093 A JP8787093 A JP 8787093A JP H06272384 A JPH06272384 A JP H06272384A
Authority
JP
Japan
Prior art keywords
wedge
strand
tension
tension material
coating
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP8787093A
Other languages
Japanese (ja)
Other versions
JPH07103560B2 (en
Inventor
Hiromu Rokusha
煕 六車
Yasuo Taguchi
保男 田口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TIMES ENG KK
Original Assignee
TIMES ENG KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TIMES ENG KK filed Critical TIMES ENG KK
Priority to JP8787093A priority Critical patent/JPH07103560B2/en
Publication of JPH06272384A publication Critical patent/JPH06272384A/en
Publication of JPH07103560B2 publication Critical patent/JPH07103560B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To make it possible to clamp a tension material definitely and provide a rust proof effect on a satisfactory extent. CONSTITUTION:The end of a tension material 10 that forms a resin-made film 12 over the whole length of a strand 11, is inserted into a bearing plate 20 and a male cone 30 while a wedge 10 having a plurality of projected stripes on an inner surface of a central groove 41 is inserted into the male cone 30. The round-shaped tipes of the stripes of the wedge 40 is forcibly penetrated through a film 11 and driven into the front surface of the PC strand and clamped.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は超強度繊維束やPC鋼材
等の緊張材を定着する緊張材の定着構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tension member fixing structure for fixing tension materials such as super-strength fiber bundles and PC steel materials.

【0002】[0002]

【従来の技術】アンボンドタイプのPCストランドの端
を定着する場合は、PCストランドを覆うシースのうち
定着部の範囲のシースを剥がし、露出したPCストラン
ドの表面に塗布してあるグリースを拭き取ってから、公
知の定着具(支圧板、楔、雌コーンなど)を使用して定
着している。
2. Description of the Related Art When fixing the end of an unbonded PC strand, of the sheath covering the PC strand, the sheath in the fixing portion is peeled off, and the grease applied to the exposed surface of the PC strand is wiped off. The fixing is performed by using a known fixing tool (pressure bearing plate, wedge, female cone, etc.).

【0003】[0003]

【発明が解決しようとする問題点】前記した従来のPC
ストランドの定着技術にあっては次のような問題点があ
る。
Problems to be Solved by the Invention The conventional PC described above
The strand fixing technology has the following problems.

【0004】<イ> 緊張した直後においてPCストラ
ンドを把持する楔の把持力が不足するとせっかく導入し
た緊張力が半減してしまう。そのため、減少分を見込ん
で緊張力を導入しなければならず、施工の不経済さが指
摘されている。
<A> If the gripping force of the wedge for gripping the PC strands is insufficient immediately after the tension, the tension force introduced will be halved. Therefore, it is necessary to introduce tension in anticipation of the decrease, and it is pointed out that the construction is uneconomical.

【0005】<ロ> 防錆被覆されたPCストランドを
楔が把持しても、楔の突条が防錆被覆されていないた
め、この突条が腐食すれば完全な把持ができなくなる。
<B> Even if the wedge grips the rust-proof coated PC strand, the ridges of the wedge are not rust-proof coated, so if the ridges corrode, they cannot be completely gripped.

【0006】[0006]

【本発明の目的】本発明は以上の点に鑑みてなされたも
ので、その目的とするところは、緊張材を確実に把持で
き、しかも完全防錆効果を有する緊張材の定着構造を提
供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object of the present invention is to provide a fixing structure for a tension member which can surely grip the tension member and has a complete rust preventive effect. Especially.

【0007】[0007]

【問題点を解決するための手段】即ち、本発明は、PC
ストランドの全長に亘り樹脂製の被膜が形成され、この
被膜の周囲に樹脂製のシースを外装した緊張材の端を支
圧板に挿通し、支圧板から外部へ突出する緊張材の定着
端部を支圧板に支持させる雌コーンに挿通させ、中央溝
の内面に防錆被覆された複数の突条を有する楔を雌コー
ンに内挿して緊張材の定着端部を把持し、前記楔の突条
を緊張材の被膜を貫通してPCストランドの表層に食い
込ませ、楔の突条先端の地肌とPCストランドの地肌と
を圧接した状態で、緊張材に緊張力を導入して定着する
緊張材の定着構造である。
That is, the present invention is a PC
A resin coating is formed over the entire length of the strand, and the end of the tension material with a resin sheath surrounding it is inserted into the pressure plate, and the fixing end of the tension material protruding from the pressure plate to the outside is inserted. A wedge having a plurality of ridges with rust-proof coating on the inner surface of the central groove is inserted into the female cone to be inserted into the female cone to be supported by the bearing plate, and the fixing end portion of the tension member is gripped, and the ridge of the wedge is Is penetrated into the surface layer of the PC strand by penetrating the film of the tension material, and the tension material is fixed by introducing tension force to the tension material in a state where the texture of the protruding end of the wedge and the texture of the PC strand are pressed. It is a fixing structure.

【0008】[0008]

【実施例1】以下図面を参照しながら本発明の実施例に
ついて説明する。
Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings.

【0009】<イ>全体の構成(図1) 図1に本発明の一実施例を示す。定着対象である緊張材
10はPCストランド11の全長に亘って樹脂製の被膜
12を被覆し、さらに被膜12に樹脂製のシース13を
外装して構成される。シース13は被膜12に対して滑
動可能な状態で外装され、シース13と被膜12により
アンボンド構造を成している。この緊張材10の緊張定
着部は被膜12のみを露出させておく。緊張材10は、
支圧板20及び雌コーン30を挿通させ、縦割りされた
楔40で把持される。支圧板20、雌コーン30及び楔
40は夫々全表面を防錆被覆層50で覆われている。
<B> Overall Configuration (FIG. 1) FIG. 1 shows an embodiment of the present invention. The tension member 10 to be fixed is configured by covering the resin strand 12 over the entire length of the PC strand 11 and further coating the resin sheath 13 on the sheath 12. The sheath 13 is externally slidably mounted on the coating 12, and the sheath 13 and the coating 12 form an unbonded structure. Only the coating 12 is exposed in the tension fixing portion of the tension member 10. The tension material 10 is
The pressure bearing plate 20 and the female cone 30 are inserted, and the wedge 40 is vertically divided and gripped. The pressure bearing plate 20, the female cone 30 and the wedge 40 are all covered with a rust preventive coating layer 50 on their entire surfaces.

【0010】<ロ>楔 本発明では緊張材の把持力増強のためにつぎのような改
良を施した。すなわち、楔40の断面半円形を呈する中
央溝41の内面には、その円周方向に沿って多数の突条
42が形成されている。突条42の突出長は図2に示す
ように、被膜12を貫通してPCストランド11を把持
できる長さに設定される。突条42の表面を覆う防錆被
覆層50の厚みは、200ミクロン以下に形成されてい
る。また突条42には応力が集中することから、突条4
2が破損しないように必要に応じて熱処理が施してあ
る。
<B> Wedge In the present invention, the following improvements were made in order to enhance the gripping force of the tension member. That is, a large number of ridges 42 are formed along the circumferential direction on the inner surface of the central groove 41 having a semicircular cross section of the wedge 40. As shown in FIG. 2, the protruding length of the ridge 42 is set to a length that allows the PC strand 11 to be gripped by penetrating the coating 12. The rust preventive coating layer 50 that covers the surface of the ridge 42 is formed to have a thickness of 200 μm or less. Further, since stress concentrates on the ridges 42, the ridges 4
Heat treatment is applied as necessary so that 2 does not break.

【0011】[0011]

【作用】つぎに緊張材の定着方法について説明する。Next, a method of fixing the tendons will be described.

【0012】<イ>定着具のセット 図1に示すように図示しないプレストレス導入対象(コ
ンクリート構造物)に緊張材10を配設すると共に、被
膜12を被った緊張材の定着部を支圧板20と雌コーン
30に挿通させる。つぎに雌コーン30内に楔40を装
着して、楔40で緊張材10を軽く把持する。このとき
緊張材10に緊張力が導入されていないので、楔40は
緊張材10の被膜12に当接するだけである。
<A> Setting of fixing device As shown in FIG. 1, the tension member 10 is arranged on a prestressing target (concrete structure) not shown, and the fixing portion of the tension member covered with the coating 12 is a pressure plate. 20 and female cone 30. Next, the wedge 40 is mounted in the female cone 30, and the tension member 10 is lightly gripped by the wedge 40. At this time, since the tension force is not introduced into the tension member 10, the wedge 40 only abuts the coating film 12 of the tension member 10.

【0013】<ロ>緊張 緊張材10に緊張力を導入すると、楔40が雌コーン3
0内に引き込まれ、緊張材10を把持する楔40の把持
力が徐々に増していく。その結果、図2に示すように楔
40の突条42が被膜12を突き破り、さらにPCスト
ランド11の表層に食い込んでいく。楔40の突条42
は防錆被覆層50で覆われているが、その防錆被覆層5
0は薄く形成されているので、防錆被覆層50を被覆し
たことにより突条42の外形状態、特に突条42先端部
の外形状態に、何等影響を及ぼすことはない。このた
め、突条42は容易に被膜12を突き破り、PCストラ
ンド11の表層に食い込んでいくことができる。また、
図3に示す様に、突条42先端部には食い込む時に強い
押圧力が加わるので、突条42先端部の防錆被覆層50
は剥離する。このため、突条42は、突条42の地肌と
PCストランド11の地肌が圧接した状態で、PCスト
ランド11を把持する。従って、突条42先端部は、表
面に被覆した防錆被覆層50の影響を受けず、PCスト
ランド11とずれることなく、確実にPCストランド1
1を把持することができる。尚、突条42に被覆した防
錆被覆層50の厚さの設定によっては、突条42の地肌
とPCストランド11の地肌の間に薄く防錆被覆層50
を残して把持する場合もある。
<B> Tension When a tension force is applied to the tension member 10, the wedge 40 moves to the female cone 3.
The gripping force of the wedge 40, which is pulled into 0 and grips the tension member 10, gradually increases. As a result, as shown in FIG. 2, the ridge 42 of the wedge 40 pierces the coating 12 and further digs into the surface layer of the PC strand 11. The ridge 42 of the wedge 40
Is covered with an anticorrosion coating layer 50.
Since 0 is thinly formed, the outer state of the ridge 42, particularly the outer state of the tip of the ridge 42 is not affected by the coating of the anticorrosion coating layer 50. Therefore, the ridges 42 can easily break through the coating 12 and penetrate into the surface layer of the PC strand 11. Also,
As shown in FIG. 3, since a strong pressing force is applied to the tip of the ridge 42 when it bites, the rust preventive coating layer 50 on the tip of the ridge 42 is applied.
Peels off. Therefore, the ridges 42 hold the PC strands 11 in a state where the texture of the ridges 42 and the texture of the PC strands 11 are in pressure contact with each other. Therefore, the tip of the ridge 42 is not affected by the rust-preventive coating layer 50 coated on the surface thereof, and is reliably displaced from the PC strand 11 without being displaced from the PC strand 11.
1 can be gripped. Depending on the setting of the thickness of the rust-preventing coating layer 50 covering the ridges 42, the rust-preventing coating layer 50 may be thin between the background of the ridges 42 and the background of the PC strand 11.
There is also a case of leaving and holding.

【0014】<ハ>防錆 緊張材10の定着時の防錆について説明する。図4は楔
40に把持された緊張材10の断面図である。緊張材1
0の被膜12と楔40の内周面との間には空隙60が生
ずる。このため、この空隙60から雨水などが侵入し、
図2に示す突条42間の谷部分に生ずる空隙70へ進入
してゆく。しかし、楔40の突条42は防錆被覆層50
で覆われているので、雨水などにより腐食することはな
い。また、突条42の先端をPCストランド11内に食
い込ませても、突条42間の谷部分が腐食しないため、
腐食が谷部分から先端に浸蝕し、更にはPCストランド
11まで達するようなこともない。
<C> Rust prevention The rust prevention during fixing of the tension material 10 will be described. FIG. 4 is a sectional view of the tendon 10 held by the wedge 40. Tension material 1
A gap 60 is formed between the coating 12 of 0 and the inner peripheral surface of the wedge 40. For this reason, rainwater and the like enter through the gap 60,
It enters into the void 70 generated in the valley portion between the protrusions 42 shown in FIG. However, the ridges 42 of the wedge 40 are rust-preventive coating layers 50.
As it is covered with, it will not be corroded by rainwater. Further, even if the tip of the ridge 42 is bited into the PC strand 11, the valley portion between the ridges 42 does not corrode,
Corrosion does not erode from the valley portion to the tip, and further does not reach the PC strand 11.

【0015】[0015]

【実施例2】前記実施例は緊張材10がPCストランド
である場合について説明したが、炭素繊維やアラミド繊
維等の超強度繊維束であっても、本発明の定着手段を適
用できる。超強度繊維束は引張強度が優れている反面、
曲げや剪断に弱い公知の素材で、この超強度繊維束の周
囲に被膜12とシース13を外装することは前記実施例
と同様である。本実施例にあっては、楔40の突条の先
端を丸く形成すれば、破断し易い性質の超強度繊維束を
破断させずに定着することができる利点がある。
[Embodiment 2] In the above-mentioned embodiment, the case where the tension member 10 is the PC strand has been described, but the fixing means of the present invention can be applied to a super-strength fiber bundle such as carbon fiber or aramid fiber. While super-strength fiber bundles have excellent tensile strength,
The coating 12 and the sheath 13 are coated around the super-strength fiber bundle with a known material that is weak against bending and shearing, as in the above-described embodiment. In the present embodiment, if the tips of the protrusions of the wedge 40 are formed to be round, there is an advantage that the super-strength fiber bundle that is easily broken can be fixed without breaking.

【0016】[0016]

【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。
Since the present invention is as described above, the following effects can be obtained.

【0017】<イ> 楔の表面に薄い防錆被覆層を形成
したので、従来の突条の形状を維持でき、突条が把持力
を損なうことがない。このため、楔の突条を緊張材の表
層に食い込ませて強固に把持することができ、緊張材の
ずれを効果的に防止できる。
<A> Since the thin rustproof coating layer is formed on the surface of the wedge, the shape of the conventional ridge can be maintained and the ridge does not impair the gripping force. For this reason, the protrusions of the wedge can be bitten into the surface layer of the tension member to be firmly gripped, and the tension member can be effectively prevented from shifting.

【0018】<ロ> 楔の突条は防錆被覆されているの
で、雨水などが楔内に侵入しても、腐食することがな
い。このため、絶大な防錆効果を得ることができる。
<B> Since the ridges of the wedge are rust-proof coated, even if rainwater or the like enters the wedge, it does not corrode. Therefore, a great anti-corrosion effect can be obtained.

【0019】<ハ> ストランドがPCストランドや超
強度繊維束等の公知の素材である緊張材を対象に適用で
き、汎用性が広い。
<C> Strands, which are well-known materials such as PC strands and super-strength fiber bundles, can be applied to the target, and the versatility is wide.

【図面の簡単な説明】[Brief description of drawings]

【図1】 本発明に係る一実施例の説明図FIG. 1 is an explanatory diagram of an embodiment according to the present invention.

【図2】 定着時における楔と緊張材の部分拡大図FIG. 2 is a partially enlarged view of a wedge and a tension member during fixing.

【図3】 図2のIII の拡大図FIG. 3 is an enlarged view of III in FIG.

【図4】 定着時における楔と緊張材の断面図FIG. 4 is a cross-sectional view of the wedge and the tension member during fixing.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 PCストランドの全長に亘り樹脂製の被
膜が形成され、この被膜の周囲に樹脂製のシースを外装
した緊張材の端を支圧板に挿通し、 支圧板から外部へ突出する緊張材の定着端部を支圧板に
支持させる雌コーンに挿通させ、 中央溝の内面に防錆被覆された複数の突条を有する楔を
雌コーンに内挿して緊張材の定着端部を把持し、 前記楔の突条を緊張材の被膜を貫通してPCストランド
の表層に食い込ませ、楔の突条先端の地肌とPCストラ
ンドの地肌とを圧接した状態で、緊張材に緊張力を導入
して定着する、 緊張材の定着構造。
1. A resin coating film is formed over the entire length of the PC strand, and the end of a tension material having a resin sheath is inserted around the coating film through a bearing plate, and the tension is projected from the bearing plate to the outside. Insert the fixing end of the material into the female cone that is supported by the bearing plate, and insert a wedge with multiple ridges with rust-proof coating on the inner surface of the central groove into the female cone to grasp the fixing end of the tension material. , The wedge ridge is penetrated into the surface layer of the PC strand by penetrating the coating of the tension material, and the tension force is introduced to the tension material in a state where the texture of the wedge ridge tip and the PC strand texture are pressed. A tense material fixing structure.
JP8787093A 1993-03-24 1993-03-24 Tension material fixing structure Expired - Fee Related JPH07103560B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8787093A JPH07103560B2 (en) 1993-03-24 1993-03-24 Tension material fixing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8787093A JPH07103560B2 (en) 1993-03-24 1993-03-24 Tension material fixing structure

Publications (2)

Publication Number Publication Date
JPH06272384A true JPH06272384A (en) 1994-09-27
JPH07103560B2 JPH07103560B2 (en) 1995-11-08

Family

ID=13926910

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8787093A Expired - Fee Related JPH07103560B2 (en) 1993-03-24 1993-03-24 Tension material fixing structure

Country Status (1)

Country Link
JP (1) JPH07103560B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09170294A (en) * 1995-12-20 1997-06-30 Times Eng:Kk Steel tension member anchoring device and manufacture thereof
JP2003056299A (en) * 2001-08-17 2003-02-26 Furukawa Co Ltd Fixture for wire rope and steel stranded wire
CN100436740C (en) * 2005-06-15 2008-11-26 尚守平 Prestressed tensioning device for fiber board
JP7113120B1 (en) * 2021-05-28 2022-08-04 日鉄Sgワイヤ株式会社 crimp grip

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09170294A (en) * 1995-12-20 1997-06-30 Times Eng:Kk Steel tension member anchoring device and manufacture thereof
JP2003056299A (en) * 2001-08-17 2003-02-26 Furukawa Co Ltd Fixture for wire rope and steel stranded wire
CN100436740C (en) * 2005-06-15 2008-11-26 尚守平 Prestressed tensioning device for fiber board
JP7113120B1 (en) * 2021-05-28 2022-08-04 日鉄Sgワイヤ株式会社 crimp grip

Also Published As

Publication number Publication date
JPH07103560B2 (en) 1995-11-08

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